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Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Wang, Shun / Yang, Zhihong / Mohanty, Lipi / Zhao, Chaoyang / Han, Chengjia / Li, Bing / Yang, Yaowen (2024): Distributed fiber optic sensing for internal strain monitoring in full life cycle of concrete slabs with BOFDA technology. In: Engineering Structures, v. 305 (April 2024).

    https://doi.org/10.1016/j.engstruct.2024.117798

  2. Fang, Yong / Yao, Yuxiang / Wang, Jun / Li, Bing / Dou, Liupan / Wei, Lifeng / Zhuo, Bin / Zhang, Wei / Hu, Xiongyu (2024): Effective dewatering and resourceful utilization of high-viscosity waste slurry through magnetic flocculation. In: Construction and Building Materials, v. 425 (April 2024).

    https://doi.org/10.1016/j.conbuildmat.2024.136014

  3. Tian, Huiwen / Zhou, Zhen / Li, Bing / Jiang, Cheng (2023): Effect of strain gradient on the stress–strain relationship of FRP-confined ultra-high performance concrete. In: Composite Structures, v. 304 (Januar 2023).

    https://doi.org/10.1016/j.compstruct.2022.116371

  4. Chen, Zhen / Li, Bing / Jia, Shuwei (2022): Dynamic evaluation of environmental-economic performance of vehicle emission reduction policy from the perspective of the loss-aversion effect. In: Sustainable Cities and Society, v. 85 (Oktober 2022).

    https://doi.org/10.1016/j.scs.2022.104080

  5. Zhang, Lu / Wang, Shaohua / Li, Bing (2022): Dynamic Response of a Vehicle-Bridge Expansion Joint Coupled System. In: Shock and Vibration, v. 2022 (Januar 2022).

    https://doi.org/10.1155/2022/1621589

  6. Qian, Kai / Weng, Yun-Hao / Yu, En-En / Li, Bing: Dynamic Behavior of Multi-Bay Flat Slab Subjected to the Missing of an Interior Column Scenario. Vorgetragen bei: Structures Congress 2018, Fort Worth, Texas, 19-21 April 2018.

    https://doi.org/10.1061/9780784481349.024

  7. Qian, Kai / Lan, Dong-Qiu / Fu, Feng / Li, Bing (2020): Effects of infilled wall opening on load resisting capacity of RC frames to mitigate progressive collapse risk. In: Engineering Structures, v. 223 (November 2020).

    https://doi.org/10.1016/j.engstruct.2020.111196

  8. Luo, Da / Zhang, Zhongwen / Li, Bing (2020): The effects of shear deformation in non-rectangular steel reinforced concrete structural walls. In: Journal of Constructional Steel Research, v. 169 (Juni 2020).

    https://doi.org/10.1016/j.jcsr.2020.106043

  9. Yu, Xiaohui / Xiao, Yao / Li, Bing (2020): Evaluation of failure probability for RC slabs subjected to low-velocity impacts. In: Magazine of Concrete Research, v. 72, n. 1 (Januar 2020).

    https://doi.org/10.1680/jmacr.17.00053

  10. Li, Bing / Akintoye, Akintola / Holt, Gary (2017): Empirical Study of Project Governance among Chinese Project Management Professionals. In: International Journal of Architecture Engineering and Construction, v. 6, n. 2 (Juni 2017).

    https://doi.org/10.7492/ijaec.2017.009

  11. Yu, Xiaohui / Lu, Dagang / Li, Bing (2016): Estimating uncertainty in limit state capacities for reinforced concrete frame structures through pushover analysis. In: Earthquakes and Structures, v. 10, n. 1 (Januar 2016).

    https://doi.org/10.12989/eas.2016.10.1.141

  12. Qian, Kai / Yu, Yang / Wang, Yue-Ming / Li, Bing: The Effects of Bracing on the Behavior of RC Multi-Story Frames to Resist Progressive Collapse. Vorgetragen bei: Structures Congress 2017, April 6–8, 2017, Denver, Colorado.

    https://doi.org/10.1061/9780784480397.015

  13. Wu, Ke-Chiang / Li, Bing / Tsai, Keh-Chyuan (2011): The effects of explosive mass ratio on residual compressive capacity of contact blast damaged composite columns. In: Journal of Constructional Steel Research, v. 67, n. 4 (April 2011).

    https://doi.org/10.1016/j.jcsr.2010.12.001

  14. Zhang, Zhongwen / Li, Bing (2018): Effective Stiffness of Non-Rectangular Reinforced Concrete Structural Walls. In: Journal of Earthquake Engineering, v. 22, n. 3 ( 2018).

    https://doi.org/10.1080/13632469.2016.1224744

  15. Li, Bing / Kai, Qian / Xue, Weichen (2012): Effects of Eccentricity on the Seismic Rehabilitation Performance of Nonseismically Detailed Interior Beamwide Column Joints. In: Journal of Composites for Construction, v. 16, n. 5 (Oktober 2012).

    https://doi.org/10.1061/(asce)cc.1943-5614.0000287

  16. Adhikary, Satadru Das / Li, Bing / Fujikake, Kazunori (2014): Effects of High Loading Rate on Reinforced Concrete Beams. In: ACI Structural Journal, v. 111, n. 3 (Mai 2014).

    https://doi.org/10.14359/51686579

  17. Wang, Xiao-Hui / Gao, Xiang-Hua / Li, Bing / Deng, Bao-Ru (2011): Effect of bond and corrosion within partial length on shear behaviour and load capacity of RC beam. In: Construction and Building Materials, v. 25, n. 4 (April 2011).

    https://doi.org/10.1016/j.conbuildmat.2010.11.081

  18. Ma, Jiaxing / Li, Bing (2018): Experimental and Analytical Studies on H-Shaped Reinforced Concrete Squat Walls. In: ACI Structural Journal, v. 115, n. 2 (März 2018).

    https://doi.org/10.14359/51701144

  19. Kai, Qian / Li, Bing (2012): Dynamic performance of RC beam-column substructures under the scenario of the loss of a corner column—Experimental results. In: Engineering Structures, v. 42 (September 2012).

    https://doi.org/10.1016/j.engstruct.2012.04.016

  20. Pan, Zuanfeng / Li, Bing / Lu, Zhitao (2014): Effective shear stiffness of diagonally cracked reinforced concrete beams. In: Engineering Structures, v. 59 (Februar 2014).

    https://doi.org/10.1016/j.engstruct.2013.10.023

  21. Qian, Kai / Li, Bing (2017): Effects of Masonry Infill Wall on the Performance of RC Frames to Resist Progressive Collapse. In: Journal of Structural Engineering (ASCE), v. 143, n. 9 (September 2017).

    https://doi.org/10.1061/(asce)st.1943-541x.0001860

  22. Vu, Ngoc Son / Li, Bing / Beyer, Katrin (2014): Effective stiffness of reinforced concrete coupling beams. In: Engineering Structures, v. 76 (Oktober 2014).

    https://doi.org/10.1016/j.engstruct.2014.07.014

  23. Qian, Kai / Li, Bing (2017): Dynamic and residual behavior of reinforced concrete floors following instantaneous removal of a column. In: Engineering Structures, v. 148 (Oktober 2017).

    https://doi.org/10.1016/j.engstruct.2017.06.059

  24. Kuramoto, Hiroshi / Li, Bing / Meas, Kimreth (2011): Experimental and Analytical Performance Evaluation of Engineering Wood Encased Concrete-Steel Beam-Column Joints. In: Journal of Structural Engineering (ASCE), v. 137, n. 8 (August 2011).

    https://doi.org/10.1061/(asce)st.1943-541x.0000334

  25. Li, Bing / Xiang, Weizheng (2011): Effective Stiffness of Squat Structural Walls. In: Journal of Structural Engineering (ASCE), v. 137, n. 12 (Dezember 2011).

    https://doi.org/10.1061/(asce)st.1943-541x.0000386

  26. Qian, Kai / Li, Bing (2015): Dynamic Disproportionate Collapse in Flat-Slab Structures. In: Journal of Performance of Constructed Facilities (ASCE), v. 29, n. 5 (Oktober 2015).

    https://doi.org/10.1061/(asce)cf.1943-5509.0000680

  27. Qian, Kai / Li, Bing (2012): Experimental and Analytical Assessment on RC Interior Beam-Column Subassemblages for Progressive Collapse. In: Journal of Performance of Constructed Facilities (ASCE), v. 26, n. 5 (Oktober 2012).

    https://doi.org/10.1061/(asce)cf.1943-5509.0000284

  28. Li, Bing / Pan, Tso-Chien / Tran, Cao Thanh (2009): Effects of Axial Compression Load and Eccentricity on Seismic Behavior of Nonseismically Detailed Interior Beam-Wide Column Joints. In: Journal of Structural Engineering (ASCE), v. 135, n. 7 (Juli 2009).

    https://doi.org/10.1061/(asce)0733-9445(2009)135:7(774)

  29. Pan, Zuanfeng / Li, Bing (2013): Evaluation of Shear Strength Design Methodologies for Slender Shear-Critical RC Beams. In: Journal of Structural Engineering (ASCE), v. 139, n. 4 (April 2013).

    https://doi.org/10.1061/(asce)st.1943-541x.0000634

  30. Zhang, Zhongwen / Li, Bing (2018): Effects of the shear lag on longitudinal strain and flexural stiffness of flanged RC structural walls. In: Engineering Structures, v. 156 (Februar 2018).

    https://doi.org/10.1016/j.engstruct.2017.11.020

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